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	<title>Seismosoft</title>
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	<link>https://seismosoft.com/</link>
	<description>Earthquake Engineering Software Solutions</description>
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		<title>Seismosoft to Participate in the 18th European Conference on Earthquake Engineering (ECEE 2026)</title>
		<link>https://seismosoft.com/seismosoft-participate-18th-european-conference-earthquake-engineering-ecee-2026/</link>
		
		<dc:creator><![CDATA[jmartinos]]></dc:creator>
		<pubDate>Wed, 02 Sep 2026 13:34:27 +0000</pubDate>
				<category><![CDATA[News]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=21524</guid>

					<description><![CDATA[<p>We are pleased to announce that Seismosoft will participate in the 18th European Conference on Earthquake Engineering (ECEE 2026), taking place from the 14th to the 18th of September 2026 in Berlin, Germany. As a premier event in the field, ECEE 2026 will bring together researchers, engineers, academics, and industry professionals from around the  [...]</p>
<p>The post <a href="https://seismosoft.com/seismosoft-participate-18th-european-conference-earthquake-engineering-ecee-2026/">Seismosoft to Participate in the 18th European Conference on Earthquake Engineering (ECEE 2026)</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1144px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-0 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-1"><p>We are pleased to announce that <strong>Seismosoft</strong> will participate in the <strong>18th European Conference on Earthquake Engineering (ECEE 2026)</strong>, taking place from the 14th to the 18th of September 2026 in Berlin, Germany.</p>
<p>As a premier event in the field, ECEE 2026 will bring together researchers, engineers, academics, and industry professionals from around the world to exchange knowledge and explore the latest developments in earthquake and structural engineering.</p>
<p>We invite all attendees to visit Seismosoft at <strong>Booth #1</strong>. This will be an excellent opportunity to meet our technical team, discover our latest software solutions, and discuss how our advanced analytical tools can support your specific projects in <strong>structural analysis</strong>, <strong>seismic assessment</strong>, and retrofitting.</p>
<p><strong>Event Details:</strong></p>
<ul>
<li><strong>Dates:</strong> 14–18 September 2026</li>
<li><strong>Location:</strong> Berlin, Germany</li>
<li><strong>Exhibition Stand:</strong> Booth #1</li>
<li><strong>Official Website:</strong> <a href="https://ecee2026.eu/" target="_blank" rel="noopener">Learn more about ECEE 2026</a></li>
</ul>
<p>We look forward to meeting you in Berlin!</p>
</div></div></div></div></div>
<p>The post <a href="https://seismosoft.com/seismosoft-participate-18th-european-conference-earthquake-engineering-ecee-2026/">Seismosoft to Participate in the 18th European Conference on Earthquake Engineering (ECEE 2026)</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>San José del Palmar Earthquake, Colombia</title>
		<link>https://seismosoft.com/san-jose-del-palmar-earthquake-colombia-2026/</link>
					<comments>https://seismosoft.com/san-jose-del-palmar-earthquake-colombia-2026/#respond</comments>
		
		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Mon, 31 Aug 2026 07:17:47 +0000</pubDate>
				<category><![CDATA[Blog]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=21480</guid>

					<description><![CDATA[<p>On August 10, 2026, at 7:34 a.m. local time, Colombia was struck by a magnitude 7.4 earthquake, with its epicenter located in the municipality of San José del Palmar, Chocó Department. The Colombian Geological...</p>
<p>The post <a href="https://seismosoft.com/san-jose-del-palmar-earthquake-colombia-2026/">San José del Palmar Earthquake, Colombia</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-2 fusion-flex-container nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1144px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-1 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-2 fusion-text-no-margin" style="--awb-margin-bottom:20px;"><div class="custom-signature-wrapper">
<p><a href="/author/s-antoniou/"><img decoding="async" class="profile-img alignleft wp-image-17047" style="margin: 0 15px 0 0; flex-shrink: 0;" src="https://seismosoft.com/wp-content/uploads/2025/12/Stelios-Antoniou-cv-150x150-newv.jpg" alt="Stelios Antoniou" width="80" height="80" /></a></p>
<div class="signature-container" style="display: flex; align-items: flex-start; line-height: 1.2;">
<div class="signature-details" style="display: flex; flex-direction: column; justify-content: flex-start;">
<div class="sig-name" style="margin-bottom: 2px;"><a href="/author/s-antoniou/"><strong>Dr. Stelios Antoniou</strong></a></div>
<div class="sig-title" style="margin-bottom: 2px;">Managing Director of Seismosoft ltd.</div>
<div class="sig-subtitle" style="margin-bottom: 6px;">Director of the Repair and Strengthening Section of Alfakat SA</div>
<p><a class="sig-link" style="display: inline-block; line-height: 0;" href="https://www.linkedin.com/in/stelios-antoniou-96533426/" target="_blank" rel="noopener"><br />
<img decoding="async" class="alignnone wp-image-17935 size-thumbnail" src="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp" alt="Linkedin Profile Link" width="22" height="22" srcset="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-100x100.webp 100w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp 150w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-200x200.webp 200w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-300x300.webp 300w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-400x400.webp 400w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-500x500.webp 500w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin.webp 512w" sizes="(max-width: 22px) 100vw, 22px" /></a></p>
</div>
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</div>
<div class="custom-signature-wrapper">
<p><img decoding="async" class="profile-img alignleft wp-image-21514" style="margin: 0 15px 0 0; flex-shrink: 0;" src="https://seismosoft.com/wp-content/uploads/2026/08/humberto-marin.webp" alt="Humberto Marin" width="80" height="80" /></p>
<div class="signature-container" style="display: flex; align-items: flex-start; line-height: 1.2;">
<div class="signature-details" style="display: flex; flex-direction: column; justify-content: flex-start;">
<div class="sig-name" style="margin-bottom: 2px;"><strong>Ing. Humberto R. Marín M., M.Sc.</strong></div>
<div class="sig-title" style="margin-bottom: 2px;">Consultant in seismic and structural engineering and building pathology</div>
<div></div>
<div><a class="sig-link" style="display: inline-block; line-height: 0;" href="https://www.linkedin.com/in/humberto-mar%C3%ADn-33395755/" target="_blank" rel="noopener"><img decoding="async" class="alignnone wp-image-17935 size-thumbnail" src="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp" alt="Linkedin Profile Link" width="22" height="22" srcset="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-100x100.webp 100w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp 150w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-200x200.webp 200w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-300x300.webp 300w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-400x400.webp 400w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-500x500.webp 500w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin.webp 512w" sizes="(max-width: 22px) 100vw, 22px" /></a></div>
</div>
</div>
</div>
</div><div class="fusion-separator fusion-full-width-sep" style="align-self: center;margin-left: auto;margin-right: auto;margin-bottom:20px;width:100%;"><div class="fusion-separator-border sep-single sep-solid" style="--awb-height:20px;--awb-amount:20px;border-color:#e0dede;border-top-width:1px;"></div></div><div class="fusion-text fusion-text-3"><p>On August 10, 2026, at 7:34 a.m. local time, Colombia was struck by a magnitude 7.4 earthquake, with its epicenter located in the municipality of San José del Palmar, Chocó Department. The Colombian Geological Survey (SGC)—the country&#8217;s official authority on seismic activity—reported a depth of 103 km and located the event at coordinates 4.99° N latitude and 76.29° W longitude. The United States Geological Survey (USGS) also reported a magnitude of 7.4, although it estimated a slightly greater depth of 107 km.</p>
<p><b>Figure 1. Relative location of San José del Palmar<br />
</b><i>Source: Google Earth</i></p>
<p><img decoding="async" class="size-full wp-image-21484 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/figure1.webp" alt="" width="478" height="500" srcset="https://seismosoft.com/wp-content/uploads/2026/08/figure1-200x209.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/figure1-287x300.webp 287w, https://seismosoft.com/wp-content/uploads/2026/08/figure1-400x418.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/figure1.webp 478w" sizes="(max-width: 478px) 100vw, 478px" /></p>
<p><b>Figure 2. Seismic event report</b><br />
<i>Source: Colombian Geological Survey (SGC)</i></p>
<p><img decoding="async" class="size-full wp-image-21485 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/figure2.webp" alt="figure2" width="395" height="500" srcset="https://seismosoft.com/wp-content/uploads/2026/08/figure2-200x253.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/figure2-237x300.webp 237w, https://seismosoft.com/wp-content/uploads/2026/08/figure2.webp 395w" sizes="(max-width: 395px) 100vw, 395px" /></p>
<p>The mainshock was instrumentally recorded for approximately 90 seconds to 2 minutes by the monitoring stations closest to the epicenter. The earthquake was strongly felt in cities including Cali, Pereira, Manizales, Bogotá, Armenia, Medellín, and Popayán, with reports also received from Panama and Venezuela.</p>
<p>The SGC confirmed that this was the highest-magnitude earthquake recorded in Colombia so far in the 21st century. The event was caused by the subduction of the Nazca Plate beneath the South American Plate, a tectonic interaction characteristic of Colombia&#8217;s Pacific region. Authorities ruled out a tsunami threat along the Colombian Pacific coast.</p>
<p>According to the most recent update from the <a href="https://portal.gestiondelriesgo.gov.co/" target="_blank" rel="noopener">National Unit for Disaster Risk Management (UNGRD)</a>, dated August 25, 2026, the earthquake resulted in the following impacts:</p>
<p><b>Table 1. Summary of earthquake impacts</b></p>
<p><img decoding="async" class="size-full wp-image-21486 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/table1.webp" alt="table1" width="1000" height="219" srcset="https://seismosoft.com/wp-content/uploads/2026/08/table1-200x44.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/table1-300x66.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/table1-400x88.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/table1-500x110.webp 500w, https://seismosoft.com/wp-content/uploads/2026/08/table1-600x131.webp 600w, https://seismosoft.com/wp-content/uploads/2026/08/table1-700x153.webp 700w, https://seismosoft.com/wp-content/uploads/2026/08/table1-768x168.webp 768w, https://seismosoft.com/wp-content/uploads/2026/08/table1-800x175.webp 800w, https://seismosoft.com/wp-content/uploads/2026/08/table1.webp 1000w" sizes="(max-width: 1000px) 100vw, 1000px" /></p>
<p>Affected infrastructure includes:</p>
<ul>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">378 health centers</span></li>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">3,731 educational centers</span></li>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">4,170 community centers</span></li>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">441 roads</span></li>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">5 airports</span></li>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">118 aqueducts</span></li>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">73 vehicular bridges</span></li>
<li style="font-weight: 400;" aria-level="1"><span style="font-weight: 400;">16 pedestrian bridges</span></li>
</ul>
<p>In addition, 5,884 buildings were damaged and 603 collapsed.</p>
<h3>SEISMIC RECORDS</h3>
<p>The mainshock of August 10, 2026, was recorded by stations belonging to the <b>Red Sismológica Nacional de Colombia (RSNC)</b> and the <b>Red Nacional de Acelerógrafos de Colombia (RNAC)</b> networks that are operated by the Colombian Geological Survey (SGC). To date, 86 records have been obtained. Table 2 presents the stations that recorded the highest accelerations.</p>
<p><b>Table 2. Seismic records with the highest accelerations</b></p>
<p><img decoding="async" class="size-full wp-image-21487 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/table2.webp" alt="table2" width="500" height="290" srcset="https://seismosoft.com/wp-content/uploads/2026/08/table2-200x116.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/table2-300x174.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/table2-400x232.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/table2.webp 500w" sizes="(max-width: 500px) 100vw, 500px" /></p>
<p>The FLND station in Filandia recorded the highest horizontal acceleration during the event, reaching acceleration values close to 0.5g. The Anserma station (CANSE) that is closer to the epicenter—61 km compared with 82 km for Filandia—recorded a lower acceleration of approximately 300 cm/s². This difference indicates a pronounced site effect, or local amplification, in the Filandia area and the wider Coffee Triangle region, likely associated with volcanic ash deposits and soft soils that amplify seismic waves. In most of the records the duration of the strong motion was high (sometimes more than 60 seconds) indicating the large magnitude of the earthquake.</p>
<p>The vertical component (Z) is notably lower than the horizontal components. For the peak values, the vertical-to-horizontal ratios were approximately:</p>
<ul>
<li><b>Filandia</b>: 21% of the horizontal component</li>
<li><b>Circasia</b>: 19% of the horizontal component</li>
</ul>
<p>These ratios, which are broadly consistent with typical values of approximately 0.2 to 0.3, indicate that the predominant ground motion was horizontal, as is characteristic of S-waves and surface waves associated with intermediate-depth earthquakes. No anomalous vertical peaks were observed that would suggest significant liquefaction effects or near-surface tectonic uplift.</p>
<p>The Seismosoft team imported several of the recordings into <b>SeismoSignal</b> and <b>SeismoSignal 3D</b> and generated the response spectra for the X, Y, and Z directions, the more important strong motion parameters (Acceleration/Velocity/Displacement RMS, Characteristic Intensity, Arias Intensity, Housner Intensity, Specific Energy Density, Cumulative Absolute Velocity, Significant and Uniform Duration), as well as the RotD100 and RotD50 spectra. The results were particularly noteworthy. In some cases, the spectral acceleration exceeded <b>2.0 g</b>, and the Significant durations of the signal reached values of more than <b>50 seconds.</b></p>
<p><b>Figure 3. Screenshots from SeismoSignal 3D</b></p>
<p><img decoding="async" class="size-full wp-image-21488 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/fig3-1.webp" alt="" width="500" height="311" srcset="https://seismosoft.com/wp-content/uploads/2026/08/fig3-1-200x124.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-1-300x187.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-1-400x249.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-1.webp 500w" sizes="(max-width: 500px) 100vw, 500px" /></p>
<p><img decoding="async" class="size-full wp-image-21489 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/fig3-2.webp" alt="" width="500" height="310" srcset="https://seismosoft.com/wp-content/uploads/2026/08/fig3-2-200x124.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-2-300x186.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-2-400x248.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-2.webp 500w" sizes="(max-width: 500px) 100vw, 500px" /></p>
<p><img decoding="async" class="size-full wp-image-21490 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/fig3-3.webp" alt="" width="500" height="311" srcset="https://seismosoft.com/wp-content/uploads/2026/08/fig3-3-200x124.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-3-300x187.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-3-400x249.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/fig3-3.webp 500w" sizes="(max-width: 500px) 100vw, 500px" /></p>
<p><b>Figure 4. Screenshots from SeismoSignal</b></p>
<p><img decoding="async" class="size-full wp-image-21491 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/fig4-1.webp" alt="fig4-1" width="500" height="295" srcset="https://seismosoft.com/wp-content/uploads/2026/08/fig4-1-200x118.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-1-300x177.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-1-400x236.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-1.webp 500w" sizes="(max-width: 500px) 100vw, 500px" /></p>
<p><img decoding="async" class="size-full wp-image-21492 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/fig4-2.webp" alt="fig4-2" width="500" height="311" srcset="https://seismosoft.com/wp-content/uploads/2026/08/fig4-2-200x124.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-2-300x187.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-2-400x249.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-2.webp 500w" sizes="(max-width: 500px) 100vw, 500px" /></p>
<p><img decoding="async" class="size-full wp-image-21493 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/08/fig4-3.webp" alt="fig4-3" width="500" height="307" srcset="https://seismosoft.com/wp-content/uploads/2026/08/fig4-3-200x123.webp 200w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-3-300x184.webp 300w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-3-400x246.webp 400w, https://seismosoft.com/wp-content/uploads/2026/08/fig4-3.webp 500w" sizes="(max-width: 500px) 100vw, 500px" /></p>
<p>Several recordings are available from the <a href="https://www.sgc.gov.co/" target="_blank" rel="noopener">Colombian Geological Survey (SGC)</a>, which is gradually releasing the corrected acceleration time histories.</p>
</div></div></div></div></div>
<p>The post <a href="https://seismosoft.com/san-jose-del-palmar-earthquake-colombia-2026/">San José del Palmar Earthquake, Colombia</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Preliminary report: 10 August 2026 earthquake in Colombia</title>
		<link>https://seismosoft.com/preliminary-report-10-august-2026-earthquake-in-colombia/</link>
					<comments>https://seismosoft.com/preliminary-report-10-august-2026-earthquake-in-colombia/#respond</comments>
		
		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Tue, 11 Aug 2026 06:35:28 +0000</pubDate>
				<category><![CDATA[Blog]]></category>
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					<description><![CDATA[<p>Dr. Stelios Antoniou Managing Director of Seismosoft ltd. Director of the Repair and Strengthening Section of Alfakat SA   Report time: Approximately 18:00 UTC / 13:00 Colombia time Status: Developing; seismic parameters, casualty figures and damage assessments may be revised. Executive summary A major earthquake struck western Colombia at 07:34:29 local time on  [...]</p>
<p>The post <a href="https://seismosoft.com/preliminary-report-10-august-2026-earthquake-in-colombia/">Preliminary report: 10 August 2026 earthquake in Colombia</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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<div class="sig-name" style="margin-bottom: 2px;"><a href="/author/s-antoniou/"><strong>Dr. Stelios Antoniou</strong></a></div>
<div class="sig-title" style="margin-bottom: 2px;">Managing Director of Seismosoft ltd.</div>
<div class="sig-subtitle" style="margin-bottom: 6px;">Director of the Repair and Strengthening Section of Alfakat SA</div>
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</div><div class="fusion-separator fusion-full-width-sep" style="align-self: center;margin-left: auto;margin-right: auto;margin-bottom:20px;width:100%;"><div class="fusion-separator-border sep-single sep-solid" style="--awb-height:20px;--awb-amount:20px;border-color:#e0dede;border-top-width:1px;"></div></div><div class="fusion-text fusion-text-5"><p><strong>Report time:</strong> Approximately 18:00 UTC / 13:00 Colombia time</p>
<p><strong>Status:</strong> Developing; seismic parameters, casualty figures and damage assessments may be revised.</p>
<h2>Executive summary</h2>
<p>A major earthquake struck western Colombia at <strong>07:34:29 local time on Monday, 10 August 2026</strong>—12:34:29 UTC—with its epicentral area near <strong>San José del Palmar in the department of Chocó</strong>. The <a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000tjl2/executive">Colombian Geological Service, or SGC</a>, currently lists a magnitude of <strong>7.4</strong> and a depth of <strong>96 kilometers (link)</strong>. The <a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000tjl2/region-info">US Geological Survey</a> independently gives a reviewed magnitude of <strong>7.4 Mww</strong>, a depth of <strong>107 kilometers</strong>, and a location approximately five kilometers east of San José del Palmar.</p>
<p>Severe damage has been reported in parts of western and central Colombia, particularly around <strong>Pereira and Risaralda, Cali and Valle del Cauca, Manizales, Quibdó and Buenaventura</strong>. Reuters’ latest available update reported <a href="https://www.reuters.com/world/earthquake-pacific-coast-shakes-colombian-capital-2026-08-10/">at least 111 deaths</a>, while other major outlets were carrying lower totals at different update times. A cautious preliminary description is therefore <strong>at least 70 fatalities</strong>, pending a single consolidated government count (Reuters). Rescue operations were continuing at collapsed or seriously damaged structures, and operations were temporarily suspended at several regional airports for inspections.</p>
<p>Colombia’s maritime authority, DIMAR, determined that the earthquake <a href="https://www.dimar.mil.co/comunicado-de-prensa-377">did not have the characteristics necessary to generate a tsunami</a><strong> on the Colombian Pacific coast</strong> and said that no further tsunami action was required.</p>
<h2>Seismological assessment</h2>
<p><strong>Origin and location.</strong> The mainshock occurred at 12:34 UTC, close to San José del Palmar. The small differences between the SGC and USGS epicentral locations and depths reflect the use of separate station networks, velocity models and processing methods. Both agencies nevertheless agree that this was a magnitude-7.4, intermediate-depth earthquake.</p>
<p><strong>Depth and source.</strong> A hypocentral depth of approximately <strong>96–107 kilometers</strong> places the earthquake in the intermediate-depth category rather than among shallow crustal earthquakes. USGS regional information describes this part of Colombia as an area where the <strong>Nazca Plate descends beneath South America</strong> and where earthquakes occur inside the subducted slab at depths of roughly 70–300 kilometers. The present depth and location are therefore consistent with a rupture within the descending Nazca slab, although a final focal-mechanism or moment-tensor solution is needed to determine the exact style and orientation of faulting.</p>
<p>The intermediate depth probably contributed to the unusually broad felt area: shaking was reported across much of Colombia and in parts of Ecuador, Panama and western Venezuela. Depth can spread seismic energy over a wide region, but it does not prevent serious damage from an earthquake of this magnitude, particularly where buildings are vulnerable or local ground conditions amplify motion.</p>
<p><strong>Aftershocks.</strong> Several smaller earthquakes occurred soon after the mainshock. The SGC recorded a <strong>magnitude-4.8 event at 08:18 local time</strong>, at a depth of 88 kilometers near San José del Palmar, followed by additional smaller events. Aftershock locations and magnitudes may continue to be adjusted as analysts review the sequence.</p>
<p><strong>Tsunami assessment.</strong> DIMAR’s National Tsunami Warning Centre used the SGC parameters—magnitude 7.4 and depth 96 kilometers—and concluded that the inland, relatively deep earthquake lacked the characteristics required to produce a tsunami affecting Colombia’s Pacific coast.</p>
<h2>Preliminary impacts</h2>
<p>The most serious early reports came from the western departments and the Coffee Region. Reuters reported that <strong>Risaralda had the largest identified share of fatalities</strong>, while buildings were damaged or collapsed in Pereira, Cali, Manizales, Quibdó and Buenaventura. People remained trapped at several locations in Cali, and emergency teams were requested from Bogotá and Medellín.</p>
<p>Air transport was also disrupted. Flights were suspended at airports serving <strong>Pereira, Manizales, Quibdó, Armenia, Cartago and Buenaventura</strong> while engineers checked terminals and other infrastructure. Reports from Pereira showed significant damage at Matecaña International Airport.</p>
<p>The national response included emergency coordination among central and territorial authorities, deployment or preparation of specialist rescue personnel, structural inspections and searches of collapsed buildings. Because communications, access and reporting from affected municipalities remain uneven, the current totals for fatalities, injuries and damaged homes should not yet be treated as final.</p>
<h2>Principal uncertainties to monitor</h2>
<p>The next assessments should clarify the consolidated casualty and injury totals; the number of collapsed, unsafe or uninhabitable buildings; the condition of hospitals, roads, bridges, airports and utilities; and whether landslides have isolated rural communities.</p>
<p>On the scientific side, important forthcoming information includes the final hypocentre, moment-tensor solution, maximum observed shaking intensity, USGS ShakeMap and PAGER revisions, and the spatial development of the aftershock sequence. Aftershocks are expected following a mainshock of this size, but their exact timing and magnitude cannot be predicted.</p>
<h2>Seismological and official links</h2>
<p><a href="https://www.sgc.gov.co/detallesismo/SGC2026pqqmro/resumen">Servicio Geológico Colombiano</a><strong> — mainshock event page:</strong> magnitude, depth, origin time and event identification.</p>
<p><strong>SGC live earthquake viewer:</strong> continuously updated Colombian seismic catalogue.</p>
<p><a href="https://www.sgc.gov.co/sismos">SGC “Sismo Sentido” portal</a><strong>:</strong> official public felt and effects reporting form.</p>
<p><a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000tjl2/executive">USGS event page</a><strong>:</strong> reviewed earthquake parameters and access to ShakeMap, impact and felt-report products.</p>
<p><a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000tjl2/region-info">USGS regional tectonic information</a><strong>:</strong> subduction and intermediate-depth seismicity around western Colombia.</p>
<p><a href="https://www.dimar.mil.co/sites/default/files/users/user202/BOLET%C3%8DN%20No.%2001%20INFORMATIVO%20DE%20TSUNAMI%20COLOMBIA%20%20CHOC%C3%93.pdf">DIMAR tsunami bulletin</a><strong>:</strong> official determination that there was no tsunami threat to Colombia’s Pacific coast.</p>
<h2>News links</h2>
<p><a href="https://www.reuters.com/world/earthquake-pacific-coast-shakes-colombian-capital-2026-08-10/">Reuters</a><strong>:</strong> latest wire-service casualty, damage, rescue and airport information.</p>
<p><a href="https://apnews.com/article/colombia-ecuador-earthquake-26fd40f93272d834fced47a4a673edc9">Associated Press</a><strong>:</strong> field reporting from affected cities and information from regional officials.</p>
<p><a href="https://www.theguardian.com/world/live/2026/aug/10/74-magnitude-earthquake-shakes-colombia-causing-serious-damage-latest-news">The Guardian</a><strong>:</strong> latest news</p>
<p><a href="https://www.elespectador.com/ciencia/fuerte-sismo-de-magnitud-67-sacude-a-gran-parte-de-colombia/?utm_source=chatgpt.com">El Espectador</a><strong>:</strong> Spanish-language explanation of the SGC magnitude revision and early aftershock sequence.</p>
<p><a href="https://caracol.com.co/2026/08/10/9-departamentos-han-sido-afectados-por-el-temblor-confirma-javier-pava-director-de-la-ungrd/">Caracol Radio</a><strong>:</strong> local reporting on affected departments and emergency coordination.</p>
<p>Map image by <a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000tjl2/region-info" target="_blank" rel="noopener">earthquake.usgs.gov</a></p>
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<p>The post <a href="https://seismosoft.com/preliminary-report-10-august-2026-earthquake-in-colombia/">Preliminary report: 10 August 2026 earthquake in Colombia</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Venezuela’s 24 June 2026 Earthquake Doublet: Initial Seismological and Engineering Observations</title>
		<link>https://seismosoft.com/venezuela-24-june-earthquake/</link>
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		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Thu, 25 Jun 2026 06:54:25 +0000</pubDate>
				<category><![CDATA[Blog]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=19662</guid>

					<description><![CDATA[<p>At 18:04 local time on 24 June 2026, northern Venezuela was struck by a major earthquake initially reported by the USGS as magnitude 7.2. About 39 seconds later, a second, larger M7.5 event occurred nearby. The epicentral area lay around San Felipe and Morón, within the Yaracuy–Carabobo region, roughly 160 km west of  [...]</p>
<p>The post <a href="https://seismosoft.com/venezuela-24-june-earthquake/">Venezuela’s 24 June 2026 Earthquake Doublet: Initial Seismological and Engineering Observations</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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<div class="sig-name" style="margin-bottom: 2px;"><a href="/author/s-antoniou/"><strong>Dr. Stelios Antoniou</strong></a></div>
<div class="sig-title" style="margin-bottom: 2px;">Managing Director of Seismosoft ltd.</div>
<div class="sig-subtitle" style="margin-bottom: 6px;">Director of the Repair and Strengthening Section of Alfakat SA</div>
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<div class="fusion-text fusion-text-7"><p>At 18:04 local time on 24 June 2026, northern Venezuela was struck by a major earthquake initially reported by the USGS as magnitude 7.2. About 39 seconds later, a second, larger M7.5 event occurred nearby. The epicentral area lay around San Felipe and Morón, within the Yaracuy–Carabobo region, roughly 160 km west of Caracas. USGS solutions placed the two shocks at shallow depths of about 22 km and 10 km, respectively. Given the less-than-a-minute separation, magnitudes, depths and the interpretation of the sequence may be further refined as more data are reviewed.</p>
<p>The close timing makes this an unusual and scientifically important sequence. It may ultimately be described as a foreshock–mainshock pair, a seismic doublet, or two major pulses within a complex rupture. What is already clear is that the M7.5 shock released substantially more energy than the first event and produced severe shaking across a densely populated corridor. Tremors were reported throughout Venezuela and in parts of Colombia and Brazil.</p>
<p>The humanitarian impact is still developing. Early on 25 June, Venezuelan authorities reported at least 32 deaths and 700 injuries, with the figures excluding severely affected La Guaira at that stage. Buildings collapsed in Caracas and other communities; power and communications were disrupted; Simón Bolívar International Airport was closed; and a national state of emergency was declared. A regional tsunami threat message was issued shortly after the earthquakes, then cancelled once the threat had passed.</p>
<p>The sequence occurred within the broad boundary zone between the Caribbean and South American plates, where deformation is distributed across major strike-slip fault systems. Shallow crustal earthquakes in this setting can generate intense ground motion close to the source, while local soils, topography, construction quality and structural irregularities strongly influence damage.</p>
<p>For structural engineers, the immediate priorities are rapid safety assessment, controlled access to damaged buildings and continued monitoring during aftershocks. Structures that have lost stiffness, strength or load-path continuity may be especially vulnerable to subsequent shaking. In the longer term, recorded motions and field observations should support nonlinear response-history studies, fragility assessment and calibration of loss models for reinforced-concrete and masonry construction.</p>
<p>Open, rapidly updated datasets are essential for independent verification and engineering decisions during response, recovery and planning. This disaster is a stark reminder that seismic resilience depends not only on hazard maps, but also on code enforcement, retrofit programmes, emergency planning and transparent access to high-quality data for safer future communities.</p>
<h3>Seismological data</h3>
<ul>
<li><a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000t7zc/executive" target="_blank" rel="noopener noreferrer">USGS first shock — event us6000t7zc</a>: origin parameters, felt reports and technical products.</li>
<li><a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000t7zp/executive" target="_blank" rel="noopener noreferrer">USGS M7.5 event — us6000t7zp</a>: event summary, ShakeMap and downloadable products.</li>
<li><a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000t7zp/pager" target="_blank" rel="noopener noreferrer">USGS PAGER assessment</a>: modelled shaking consequences and loss estimates—not confirmed casualty totals.</li>
<li><a href="https://earthquake.usgs.gov/earthquakes/eventpage/us6000t7zp/moment-tensor" target="_blank" rel="noopener noreferrer">USGS moment-tensor solution</a>: seismic moment, Mww and source parameters.</li>
<li><a href="https://m.emsc-csem.org/Earthquake_information/earthquake.php?id=2016533" target="_blank" rel="noopener noreferrer">EMSC reviewed solution</a>: independent event parameters and felt reports.</li>
<li><a href="http://www.funvisis.gob.ve/index.php" target="_blank" rel="noopener noreferrer">FUNVISIS</a>: Venezuela’s national seismic service.</li>
<li><a href="https://ingvterremoti.com/2026/06/25/evento-sismico-mwp-7-0-stato-di-yaracuy-venezuela-25-giugno-2026/" target="_blank" rel="noopener noreferrer">INGV rapid scientific analysis</a>: discussion of the closely spaced sequence.</li>
<li><a href="https://www.gdacs.org/gts.aspx?eventid=1548377&amp;eventtype=EQ" target="_blank" rel="noopener noreferrer">GDACS and PTWC tsunami messages</a>: initial threat messages and subsequent cancellation.</li>
</ul>
<h3>News reports</h3>
<ul>
<li><a href="https://www.reuters.com/world/americas/earthquakes-shake-venezuela-capital-2026-06-24/" target="_blank" rel="noopener noreferrer">Reuters — casualties, damage and emergency response</a></li>
<li><a href="https://apnews.com/article/venezuela-earthquake-caracas-rodriguez-aid-0a62e6fc9feb5202a750c4fbb11a6aec" target="_blank" rel="noopener noreferrer">Associated Press — latest national impact and aid response</a></li>
<li><a href="https://www.theguardian.com/world/live/2026/jun/25/venezuela-earthquake-live-updates-quake-aftershocks-terremoto-caracas-latest" target="_blank" rel="noopener noreferrer">The Guardian — live updates</a></li>
<li><a href="https://elpais.com/america/2026-06-24/un-terremoto-de-71-sacude-la-costa-norte-de-venezuela.html" target="_blank" rel="noopener noreferrer">El País — Spanish-language report</a></li>
</ul>
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<p>The post <a href="https://seismosoft.com/venezuela-24-june-earthquake/">Venezuela’s 24 June 2026 Earthquake Doublet: Initial Seismological and Engineering Observations</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Analyzing the Mw 7.8 Offshore Sarangani Earthquake: Implications for Seismic and Structural Engineering</title>
		<link>https://seismosoft.com/analyzing-the-mw-7-8-offshore-sarangani-earthquake-implications-for-seismic-and-structural-engineering/</link>
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		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Mon, 08 Jun 2026 12:16:49 +0000</pubDate>
				<category><![CDATA[Blog]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=19186</guid>

					<description><![CDATA[<p>On June 8, 2026, a major earthquake with a moment magnitude (Mw) of 7.8 occurred offshore of Sarangani, Philippines. As detailed in the official primer released by the Philippine Institute of Volcanology and Seismology (PHIVOLCS), this significant tectonic event highlights the highly active seismic nature of the region and generates vital data for  [...]</p>
<p>The post <a href="https://seismosoft.com/analyzing-the-mw-7-8-offshore-sarangani-earthquake-implications-for-seismic-and-structural-engineering/">Analyzing the Mw 7.8 Offshore Sarangani Earthquake: Implications for Seismic and Structural Engineering</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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<p><a href="/author/s-antoniou/"><img decoding="async" class="profile-img alignleft wp-image-17047" style="margin: 0 15px 0 0; flex-shrink: 0;" src="https://seismosoft.com/wp-content/uploads/2025/12/Stelios-Antoniou-cv-150x150-newv.jpg" alt="Stelios Antoniou" width="80" height="80" /></a></p>
<div class="signature-container" style="display: flex; align-items: flex-start; line-height: 1.2;">
<div class="signature-details" style="display: flex; flex-direction: column; justify-content: flex-start;">
<div class="sig-name" style="margin-bottom: 2px;"><a href="/author/s-antoniou/"><strong>Dr. Stelios Antoniou</strong></a></div>
<div class="sig-title" style="margin-bottom: 2px;">Managing Director of Seismosoft ltd.</div>
<div class="sig-subtitle" style="margin-bottom: 6px;">Director of the Repair and Strengthening Section of Alfakat SA</div>
<p><a class="sig-link" style="display: inline-block; line-height: 0;" href="https://www.linkedin.com/in/stelios-antoniou-96533426/" target="_blank" rel="noopener"><br />
<img decoding="async" class="alignnone wp-image-17935 size-thumbnail" src="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp" alt="Linkedin Profile Link" width="22" height="22" srcset="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-100x100.webp 100w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp 150w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-200x200.webp 200w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-300x300.webp 300w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-400x400.webp 400w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-500x500.webp 500w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin.webp 512w" sizes="(max-width: 22px) 100vw, 22px" /><br />
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<div class="fusion-text fusion-text-9"><p>On June 8, 2026, a major earthquake with a moment magnitude (Mw) of 7.8 occurred offshore of Sarangani, Philippines. As detailed in the official primer released by the Philippine Institute of Volcanology and Seismology (PHIVOLCS), this significant tectonic event highlights the highly active seismic nature of the region and generates vital data for the global engineering and scientific community.</p>
<p>For seismologists, academic researchers, and structural engineers, events of this magnitude provide critical empirical data that drive the evolution of seismic design, structural assessment, and retrofitting methodologies. At Seismosoft, our focus remains on providing the analytical tools necessary to translate raw seismic records into actionable engineering insights.</p>
<h3>Processing Strong Ground Motion Data</h3>
<p>The foundational step in post-earthquake structural analysis involves the rigorous processing of strong-motion records captured by official local seismic networks. Researchers and academics utilize software such as SeismoSignal and SeismoSpect to process raw accelerograms derived from events like the Sarangani earthquake. Procedures including baseline correction, digital filtering, and the derivation of elastic and inelastic response spectra are essential to accurately quantify the frequency content, peak ground parameters, and overall intensity of the ground shaking.</p>
<h3>Record Matching for Time-History Analysis</h3>
<p>For structural engineers tasked with evaluating infrastructure resilience in the Philippines and similar tectonic settings, utilizing real earthquake records is an invaluable practice. Software such as SeismoMatch allows professionals to adjust the time-histories recorded during the Sarangani event to match target design response spectra dictated by the National Structural Code of the Philippines (NSCP) or other international standards. These matched records can subsequently be employed in rigorous non-linear dynamic time-history analyses, providing a highly realistic simulation of how specific structures respond to regional seismic loading.</p>
<h3>Structural Assessment and Targeted Retrofitting</h3>
<p>A primary concern following a high-magnitude offshore event is assessing the structural integrity of the existing building stock, particularly in coastal and adjacent mainland areas subjected to long-duration shaking. Evaluating potential vulnerabilities and designing appropriate retrofitting strategies requires advanced non-linear analytical capabilities.</p>
<p>Tools like SeismoBuild and SeismoStruct enable engineers to model complex reinforced concrete structures, perform static pushover or dynamic analyses, and accurately predict the formation of plastic hinges, interstorey drifts, and potential failure mechanisms. This level of analytical depth is crucial for professionals developing targeted strengthening schemes, such as FRP wrapping or concrete jacketing, ensuring that existing structures are upgraded to withstand future seismic demands.</p>
<h3>Advancing Global Seismic Resilience</h3>
<p>The Mw 7.8 Offshore Sarangani earthquake serves as a critical case study for both the academic and professional engineering communities. By bridging the gap between raw seismological data and practical structural response, the industry can continuously refine its approach to seismic risk mitigation.</p>
<p>As the situation develops, we are closely monitoring the release of official seismological records. If detailed strong ground motion data from this event becomes publicly available through official seismic networks, the Seismosoft team will process these records through our software suite and publish further technical insights and data for the engineering community.</p>
</div></div></div></div></div>
<p>The post <a href="https://seismosoft.com/analyzing-the-mw-7-8-offshore-sarangani-earthquake-implications-for-seismic-and-structural-engineering/">Analyzing the Mw 7.8 Offshore Sarangani Earthquake: Implications for Seismic and Structural Engineering</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Free Webinar: Seismic Assessment and Retrofitting using SeismoBuild (June 2026)</title>
		<link>https://seismosoft.com/seismic-assessment-retrofitting-existing-buildings-using-seismobuild/</link>
		
		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Tue, 02 Jun 2026 11:50:28 +0000</pubDate>
				<category><![CDATA[News]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=18503</guid>

					<description><![CDATA[<p>We are pleased to invite structural engineers, researchers, and academic professionals to a free, live online webinar focusing on SeismoBuild, our flagship software tailored entirely for the seismic assessment and strengthening of reinforced concrete structures. Whether you are new to SeismoBuild or looking to optimize your existing workflow, this session will provide a comprehensive,  [...]</p>
<p>The post <a href="https://seismosoft.com/seismic-assessment-retrofitting-existing-buildings-using-seismobuild/">Free Webinar: Seismic Assessment and Retrofitting using SeismoBuild (June 2026)</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-6 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1144px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-5 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-10"><p>We are pleased to invite structural engineers, researchers, and academic professionals to a free, live online webinar focusing on <strong>SeismoBuild</strong>, our flagship software tailored entirely for the seismic assessment and strengthening of reinforced concrete structures.</p>
<p>Whether you are new to SeismoBuild or looking to optimize your existing workflow, this session will provide a comprehensive, step-by-step walkthrough of the software&#8217;s capabilities, from initial modeling to the final automated generation of technical reports.</p>
<h3>Webinar Details:</h3>
<ul>
<li><strong>Date &amp; Time:</strong> Thursday, 11 June 2026 | 16:00 CEST</li>
<li><strong>Format:</strong> Live Online Broadcast</li>
<li><strong>Duration:</strong> 90 minutes (including a live Q&amp;A session)</li>
<li><strong>Language:</strong> English</li>
<li><strong>Cost:</strong> Free of charge</li>
</ul>
<h3>What You Will Learn (SeismoBuild in Action):</h3>
<p>During this 90-minute session, our technical experts will demonstrate how to efficiently tackle a retrofitting project, covering:</p>
<ul>
<li>How to intuitively set up and define a structural model.</li>
<li>The process of assigning materials, structural members, and load cases.</li>
<li>Performing rigorous code-based checks and interpreting the analytical results.</li>
<li>Generating comprehensive CAD drawings and detailed technical descriptions automatically.</li>
<li><strong>Live Q&amp;A:</strong> Get your specific technical questions answered directly by the Seismosoft engineering team.</li>
</ul>
<h3>How to Join:</h3>
<p>Reserve your seat today by registering through the link below. All registered participants will receive a direct link to join the broadcast prior to the event.</p>
</div><div ><a class="fusion-button button-flat fusion-button-default-size button-default fusion-button-default button-1 fusion-button-default-span fusion-button-default-type" target="_blank" rel="noopener noreferrer" href="https://zoom.us/webinar/register/WN__ozUZj3aTKWF3Im90eO6DQ?utm_source=newsletter#/registration"><span class="fusion-button-text awb-button__text awb-button__text--default">Register</span></a></div><div class="fusion-text fusion-text-11" style="--awb-margin-top:20px;"><p><em>Can’t make it to the live session?</em> We highly recommend registering anyway. A full recording of the webinar will be sent to all registrants shortly after the event concludes.</p>
<p>We look forward to welcoming you online!</p>
</div></div></div></div></div>
<p>The post <a href="https://seismosoft.com/seismic-assessment-retrofitting-existing-buildings-using-seismobuild/">Free Webinar: Seismic Assessment and Retrofitting using SeismoBuild (June 2026)</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Seismosoft announces Project Solutions &#038; Services as a new official distributor in Panama</title>
		<link>https://seismosoft.com/seismosoft-announces-project-solutions-services-new-official-distributor-panama/</link>
		
		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Mon, 25 May 2026 11:13:12 +0000</pubDate>
				<category><![CDATA[News]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=18491</guid>

					<description><![CDATA[<p>Seismosoft is very pleased to announce a new partnership with Project Solutions and Services, officially welcoming them to our global network as a new distributor of our structural analysis and earthquake engineering software in Panama. This collaboration reflects Seismosoft’s ongoing commitment to expanding its global presence and providing structural engineers, researchers, and academic institutions  [...]</p>
<p>The post <a href="https://seismosoft.com/seismosoft-announces-project-solutions-services-new-official-distributor-panama/">Seismosoft announces Project Solutions &#038; Services as a new official distributor in Panama</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-7 fusion-flex-container nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1144px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-6 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-12"><p><b>Seismosoft is very pleased to announce a new partnership with Project Solutions and Services, officially welcoming them to our global network as a new distributor of our structural analysis and earthquake engineering software in Panama.</b></p>
<p>This collaboration reflects Seismosoft’s ongoing commitment to expanding its global presence and providing structural engineers, researchers, and academic institutions with highly accessible, localized support across Latin America. By joining our established network of distributors, Project Solutions and Services will help us meet the continuously growing demand for reliable and advanced seismic assessment tools, including our flagship products, SeismoBuild and SeismoStruct.</p>
<p>As the structural engineering industry in Panama continues to emphasize rigorous seismic design and retrofitting standards, it is vital that local professionals have seamless access to state-of-the-art analytical tools. Project Solutions and Services brings valuable local expertise and a strong dedication to serving the civil and structural engineering community.</p>
<p>Through this new partnership, professionals in Panama will have a great additional avenue to acquire individual software licenses, explore comprehensive software bundles, and receive dedicated, localized customer service.<br />
We look forward to a highly successful collaboration with the Project Solutions and Services team as we continue to empower the global engineering community.</p>
<p>For more information, or to inquire about Seismosoft products through our new distributor, please contact them directly at:</p>
<p><b>Project Solutions &amp; Services</b><br />
Altos del Chase N° 46-F, Ave. de La Amistad,<br />
El Dorado, Panamá<br />
<b>Website:</b> <a href="https://projectser.com/" target="_blank" rel="noopener nofollow noreferrer">https://projectser.com/</a></p>
<p><b>Find a Local Distributor</b><br />
Seismosoft software is used by engineers worldwide. To find an official reseller or distributor near your location, please explore our global network here: <a href="https://seismosoft.com/resellers/" target="_blank" rel="noopener nofollow noreferrer">https://seismosoft.com/resellers/</a></p>
</div></div></div></div></div>
<p>The post <a href="https://seismosoft.com/seismosoft-announces-project-solutions-services-new-official-distributor-panama/">Seismosoft announces Project Solutions &#038; Services as a new official distributor in Panama</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Seismosoft Announces Infrasys Inc. as a New Official Distributor in the Philippines</title>
		<link>https://seismosoft.com/seismosoft-announces-infrasys-inc-new-official-distributor-philippines/</link>
		
		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Tue, 19 May 2026 10:20:24 +0000</pubDate>
				<category><![CDATA[News]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=18481</guid>

					<description><![CDATA[<p>Seismosoft is very pleased to announce a new partnership with Infrasys Inc., officially welcoming them to our global network as a new distributor of our structural analysis and earthquake engineering software in the Philippines. This collaboration reflects Seismosoft’s ongoing commitment to expanding its global presence and providing structural engineers, researchers, and academic institutions with  [...]</p>
<p>The post <a href="https://seismosoft.com/seismosoft-announces-infrasys-inc-new-official-distributor-philippines/">Seismosoft Announces Infrasys Inc. as a New Official Distributor in the Philippines</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-8 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1144px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-7 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-13"><p><b>Seismosoft is very pleased to announce a new partnership with Infrasys Inc., officially welcoming them to our global network as a new distributor of our structural analysis and earthquake engineering software in the Philippines.</b></p>
<p>This collaboration reflects Seismosoft’s ongoing commitment to expanding its global presence and providing structural engineers, researchers, and academic institutions with highly accessible, localized support. By joining our established network of distributors in the region, Infrasys Inc. will help us meet the continuously growing demand for reliable and advanced seismic assessment tools, including our flagship products, SeismoBuild and SeismoStruct.</p>
<p>As the structural engineering industry in the Philippines continues to emphasize rigorous seismic design and retrofitting standards, it is vital that local professionals have seamless access to state-of-the-art analytical tools. Infrasys Inc. brings valuable local expertise and a strong dedication to serving the civil and structural engineering community.</p>
<p>Through this new partnership, professionals in the Philippines will have a great additional avenue to acquire individual software licenses, explore comprehensive software bundles, and receive dedicated, localized customer service.</p>
<p>We look forward to a highly successful collaboration with the Infrasys team as we continue to empower the global engineering community.</p>
<p>For more information, or to inquire about Seismosoft products through our new distributor, please contact them directly at:</p>
<p><b>Infrasys Inc.</b> 316 Bldg. M, One Oasis Hub B, Ortigas Avenue Extension, Brgy. Sta. Lucia, Pasig City, 1608 PHILIPPINES</p>
<p><b>Website:</b> <a href="https://www.infrasys.com.ph/" target="_blank" rel="noopener" data-saferedirecturl="https://www.google.com/url?q=https://www.infrasys.com.ph/&amp;source=gmail&amp;ust=1779272159166000&amp;usg=AOvVaw3vI9cnkOZR506vwBV2i9ph">https://www.infrasys.com.ph/</a></p>
<p><b>Find a Local Distributor<br />
</b><br />
Seismosoft software is used by engineers worldwide. To find an official reseller or distributor near your location, please explore our global network here: <a href="https://seismosoft.com/resellers/" rel="noopener nofollow noreferrer">https://seismosoft.com/resellers/</a></p>
</div></div></div></div></div>
<p>The post <a href="https://seismosoft.com/seismosoft-announces-infrasys-inc-new-official-distributor-philippines/">Seismosoft Announces Infrasys Inc. as a New Official Distributor in the Philippines</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Seismosoft Sponsors the ASSISi Athens 2026 Workshop on Seismic Isolation and Energy Dissipation</title>
		<link>https://seismosoft.com/seismosoft-sponsors-assisi-athens-2026-workshop-seismic-isolation-energy-dissipation/</link>
		
		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Mon, 18 May 2026 11:01:35 +0000</pubDate>
				<category><![CDATA[News]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=18467</guid>

					<description><![CDATA[<p>Seismosoft is pleased to announce its sponsorship of the one-day specialized technical workshop on “Innovative Systems for Seismic Isolation and Energy Dissipation” that will take place on 22 May 2026 at the Eugenides Foundation in Athens, Greece. The event is organized by the Anti-Seismic Systems International Society (ASSISi). This one-day specialized technical workshop will  [...]</p>
<p>The post <a href="https://seismosoft.com/seismosoft-sponsors-assisi-athens-2026-workshop-seismic-isolation-energy-dissipation/">Seismosoft Sponsors the ASSISi Athens 2026 Workshop on Seismic Isolation and Energy Dissipation</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-9 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-right:0px;--awb-padding-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1144px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-8 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-14"><p>Seismosoft is pleased to announce its sponsorship of the one-day specialized technical workshop on <strong>“</strong><a href="https://assisi-athens.net/" target="_blank" rel="noopener">Innovative Systems for Seismic Isolation and Energy</a><a href="https://assisi-athens.net/" target="_blank" rel="noopener"> Dissipation</a><strong>”</strong> that will take place on <strong>22 May 2026</strong> at the <strong>Eugenides Foundation in Athens, Greece</strong>. The event is organized by the <a href="https://www.assisisociety.org/" target="_blank" rel="noopener">Anti-Seismic Systems International Society (ASSISi)</a><strong>.</strong></p>
<p>This one-day specialized technical workshop will bring together professionals, academic experts, decision-makers, industry leaders, public officials, and specialists from Greece and abroad to discuss advanced earthquake protection technologies and promote seismic resilience through seismic isolation and energy dissipation systems.</p>
<p>The workshop addresses a highly relevant topic for modern structural and earthquake engineering. While conventional seismic design has been effective in preventing collapse and reducing human losses, seismic isolation and energy dissipation systems offer an important step forward by helping reduce seismic demand, limit damage, support faster functional recovery, and improve the resilience of critical infrastructure. The workshop will feature presentations, real-life applications, worked examples, and a technical site visit to the Stavros Niarchos Foundation Cultural Center for international visitors.</p>
<p>As a sponsor, Seismosoft is proud to support an event that promotes technical excellence, innovation, and international collaboration in the field of earthquake engineering. Seismosoft will also contribute to the technical programme, with <a href="/author/s-antoniou/">S. Antoniou</a> from Seismosoft presenting <strong>“The Use of Seismic Isolation for the Seismic Rehabilitation of a RC Building.”</strong> We look forward to meeting colleagues, clients, researchers, and partners in Athens and to contributing to the discussion on the future of seismic isolation, energy dissipation, and resilient structural design.</p>
</div></div></div></div></div>
<p>The post <a href="https://seismosoft.com/seismosoft-sponsors-assisi-athens-2026-workshop-seismic-isolation-energy-dissipation/">Seismosoft Sponsors the ASSISi Athens 2026 Workshop on Seismic Isolation and Energy Dissipation</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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		<title>Seismic Retrofit of an 8-storey Hotel</title>
		<link>https://seismosoft.com/seismic-retrofit-8-storey-hotel/</link>
					<comments>https://seismosoft.com/seismic-retrofit-8-storey-hotel/#respond</comments>
		
		<dc:creator><![CDATA[Stelios Antoniou]]></dc:creator>
		<pubDate>Wed, 15 Apr 2026 09:18:20 +0000</pubDate>
				<category><![CDATA[Blog]]></category>
		<guid isPermaLink="false">https://seismosoft.com/?p=18238</guid>

					<description><![CDATA[<p>Upgrading existing buildings to meet modern seismic standards is one of the greatest challenges in structural engineering today. This case study highlights how a typical 1970s reinforced concrete hotel was transformed into a safe, resilient, and code-compliant structure—without compromising its functionality or architectural value.</p>
<p>The post <a href="https://seismosoft.com/seismic-retrofit-8-storey-hotel/">Seismic Retrofit of an 8-storey Hotel</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
]]></description>
										<content:encoded><![CDATA[<div class="fusion-fullwidth fullwidth-box fusion-builder-row-10 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling" style="--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;" ><div class="fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap" style="max-width:1144px;margin-left: calc(-4% / 2 );margin-right: calc(-4% / 2 );"><div class="fusion-layout-column fusion_builder_column fusion-builder-column-9 fusion_builder_column_1_1 1_1 fusion-flex-column" style="--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;"><div class="fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column"><div class="fusion-text fusion-text-15 fusion-text-no-margin" style="--awb-margin-bottom:20px;"><div class="custom-signature-wrapper">
<p><a href="/author/s-antoniou/"><img decoding="async" class="profile-img alignleft wp-image-17047" style="margin: 0 15px 0 0; flex-shrink: 0;" src="https://seismosoft.com/wp-content/uploads/2025/12/Stelios-Antoniou-cv-150x150-newv.jpg" alt="Stelios Antoniou" width="80" height="80" /></a></p>
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<div class="sig-name" style="margin-bottom: 2px;"><a href="/author/s-antoniou/"><strong>Dr. Stelios Antoniou</strong></a></div>
<div class="sig-title" style="margin-bottom: 2px;">Managing Director of Seismosoft ltd.</div>
<div class="sig-subtitle" style="margin-bottom: 6px;">Director of the Repair and Strengthening Section of Alfakat SA</div>
<p><a class="sig-link" style="display: inline-block; line-height: 0;" href="https://www.linkedin.com/in/stelios-antoniou-96533426/" target="_blank" rel="noopener"><br />
<img decoding="async" class="alignnone wp-image-17935 size-thumbnail" src="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp" alt="Linkedin Profile Link" width="22" height="22" srcset="https://seismosoft.com/wp-content/uploads/2025/12/linkedin-100x100.webp 100w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-150x150.webp 150w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-200x200.webp 200w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-300x300.webp 300w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-400x400.webp 400w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin-500x500.webp 500w, https://seismosoft.com/wp-content/uploads/2025/12/linkedin.webp 512w" sizes="(max-width: 22px) 100vw, 22px" /><br />
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<div class="fusion-title title fusion-title-1 fusion-title-text fusion-title-size-two blog-title" style="--awb-text-color:#5b9bd5;--awb-margin-bottom:10px;--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-sep-color:#5b9bd5;--awb-font-size:28px;"><div class="title-sep-container title-sep-container-left fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div><span class="awb-title-spacer fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"></span><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Open Sans&quot;;font-style:normal;font-weight:400;margin:0;font-size:1em;text-shadow:3px 3px 0px #e5e5e5;">A Real-World Success Story in Structural Engineering</h2><span class="awb-title-spacer"></span><div class="title-sep-container title-sep-container-right"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div></div><div class="fusion-text fusion-text-16"><p>Upgrading existing buildings to meet modern seismic standards is one of the greatest challenges in structural engineering today. This case study highlights how a typical 1970s reinforced concrete hotel was transformed into a safe, resilient, and code-compliant structure—without compromising its functionality or architectural value. The project involved an 8-storey, 8,400 m² hotel, where seismic strengthening was successfully integrated into a full architectural renovation. (Figure 1).</p>
<p><img decoding="async" class="size-full wp-image-18245 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/04/Figure_1.webp" alt="" width="750" height="346" srcset="https://seismosoft.com/wp-content/uploads/2026/04/Figure_1-200x92.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_1-300x138.webp 300w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_1-400x185.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_1-500x231.webp 500w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_1-600x277.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_1-700x323.webp 700w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_1.webp 750w" sizes="(max-width: 750px) 100vw, 750px" /></p>
<p align="center"><i>Figure 1. Front view of the building before the seismic retrofit and the architectural renovation</i></p>
</div><div class="fusion-text fusion-text-17"><p>The building was analysed both before and after the strengthening interventions in accordance with Eurocode 8, Part 3, using the <a href="https://seismosoft.com/products/seismobuild/">SeismoBuild</a> software. SeismoBuild is an advanced finite element package dedicated to the linear and nonlinear assessment and strengthening of existing buildings. It employs the solution algorithms of SeismoStruct while automating the entire process—from intuitive structural modelling and linear (RSA) or nonlinear (pushover and dynamic) analysis, to code-based verification, CAD drawing export, and technical report generation. It is the ultimate tool for engineers who need to carry out code-compliant structural vulnerability assessment and seismic retrofit design of existing buildings, with speed, accuracy, and scientific rigor.</p>
<p>A comparison between SeismoBuild and SeismoStruct can be found <a href="https://seismosoft.com/wp-content/uploads/2026/03/Comparison_Programs.pdf" target="_blank" rel="noopener">here</a>.</p>
<p>The buildings’ structural model without the infill walls is shown in Figure 2.</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-1 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-2 fusion-columns-total-2 fusion-gallery-layout-grid fusion-gallery-1"><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_2a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_1]" class="fusion-lightbox" target="_self"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_2a.webp" width="750" height="501" alt="" title="figure_2a" aria-label="figure_2a" class="img-responsive wp-image-18250" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_2a-200x134.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_2a-400x267.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_2a-600x401.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_2a.webp 750w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_2b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_1]" class="fusion-lightbox" target="_self"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_2b.webp" width="750" height="488" alt="" title="figure_2b" aria-label="figure_2b" class="img-responsive wp-image-18249" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_2b-200x130.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_2b-400x260.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_2b-600x390.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_2b.webp 750w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></a></div></div><div class="clearfix"></div></div></div><div class="fusion-text fusion-text-18"><p align="center"><i>Figure 2. Structural model of the building (SeismoBuild screenshots)</i></p>
</div><div class="fusion-title title fusion-title-2 fusion-title-text fusion-title-size-two blog-title" style="--awb-text-color:#5b9bd5;--awb-margin-bottom:10px;--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-sep-color:#5b9bd5;--awb-font-size:28px;"><div class="title-sep-container title-sep-container-left fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div><span class="awb-title-spacer fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"></span><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Open Sans&quot;;font-style:normal;font-weight:400;margin:0;font-size:1em;text-shadow:3px 3px 0px #e5e5e5;">The Challenge: State of the existing building</h2><span class="awb-title-spacer"></span><div class="title-sep-container title-sep-container-right"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div></div><div class="fusion-text fusion-text-19"><p>The hotel exhibited a series of structural deficiencies.</p>
<p>The most prominent feature of the building was its high irregularity in both plan and elevation. In plan view, one horizontal dimension was significantly larger than the other. Furthermore, the vertical load-bearing system consisted of numerous relatively small and weak columns, and no substantial structural walls were present, except for a lightly reinforced concrete core wall located at the perimeter of the elevator shaft, positioned on one side of the building (Figure 3).</p>
</div><div class="fusion-image-element" style="text-align:center;--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);"><span class=" fusion-imageframe imageframe-none imageframe-1 hover-type-none"><a href="https://seismosoft.com/wp-content/uploads/2026/04/Figure_3-v2.webp" class="fusion-lightbox" data-rel="iLightbox[66d8631629e04ea1586]" data-title="Figure_3-v2" title="Figure_3-v2"><img decoding="async" width="1200" height="371" src="https://seismosoft.com/wp-content/uploads/2026/04/Figure_3-v2.webp" alt class="img-responsive wp-image-18331" srcset="https://seismosoft.com/wp-content/uploads/2026/04/Figure_3-v2-200x62.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_3-v2-400x124.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_3-v2-600x186.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_3-v2-800x247.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_3-v2.webp 1200w" sizes="(max-width: 1024px) 100vw, (max-width: 640px) 100vw, 1200px" /></a></span></div><div class="fusion-text fusion-text-20"><p align="center"><i>Figure 3. Plan view of the building’s typical floor. The columns are shown in blue and the concrete walls in orange (SeismoBuild screenshot)</i></p>
</div><div class="fusion-text fusion-text-21"><p>In elevation, the deficiencies were even more critical. The building featured a typical soft ground storey with large open spaces and no infill walls. Additionally, directly above the soft storey, there was a short storey (h = 1.50 m) with reinforced concrete walls along its entire perimeter, originally intended to house mechanical installations. This configuration significantly accentuated vertical irregularities and amplified higher-mode effects (Figure 4). Furthermore, two columns (one at the front and one at the rear) terminated at the ground floor for architectural and operational reasons, allowing for large open spaces in the reception area. These columns were supported indirectly by two large beams at the level of the short storey. However, despite their large dimensions (150/50 cm), these beams were lightly reinforced and relatively weak (Figure 5).</p>
<p><img decoding="async" class="size-full wp-image-18259 aligncenter" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_4.webp" alt="" width="750" height="363" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_4-200x97.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_4-300x145.webp 300w, https://seismosoft.com/wp-content/uploads/2026/04/figure_4-400x194.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_4-500x242.webp 500w, https://seismosoft.com/wp-content/uploads/2026/04/figure_4-600x290.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_4-700x339.webp 700w, https://seismosoft.com/wp-content/uploads/2026/04/figure_4.webp 750w" sizes="(max-width: 750px) 100vw, 750px" /></p>
<p align="center"><i>Figure 4. Front view of the building, where the stiff, short second floor is shown</i></p>
<p align="center"><img decoding="async" class="alignnone size-full wp-image-18260" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_5.webp" alt="" width="750" height="439" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_5-200x117.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_5-300x176.webp 300w, https://seismosoft.com/wp-content/uploads/2026/04/figure_5-400x234.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_5-500x293.webp 500w, https://seismosoft.com/wp-content/uploads/2026/04/figure_5-600x351.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_5-700x410.webp 700w, https://seismosoft.com/wp-content/uploads/2026/04/figure_5.webp 750w" sizes="(max-width: 750px) 100vw, 750px" /></p>
<p align="center">Figure 5. Front view of the building, where the indirect support of the columns on the large beams is shown</p>
</div><div class="fusion-text fusion-text-22"><p>The column and beam dimensions were generally small, compared to modern standards, and the transverse reinforcement ratios were low with stirrups ∅8mm/250-300 and S220 steel grade. Combined with the absence of structural walls, this resulted in a highly flexible structure: the top displacement for the design earthquake was very close to the yield displacement (the design ground acceleration in the region is ag=0.24), as shown in Figure 6.</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-2 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-2 fusion-columns-total-2 fusion-gallery-layout-grid fusion-gallery-2"><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_6a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_2]" class="fusion-lightbox" target="_self"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_6a.webp" width="750" height="576" alt="" title="figure_6a" aria-label="figure_6a" class="img-responsive wp-image-18263" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_6a-200x154.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_6a-400x307.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_6a-600x461.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_6a.webp 750w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_6b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_2]" class="fusion-lightbox" target="_self"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_6b.webp" width="750" height="574" alt="" title="figure_6b" aria-label="figure_6b" class="img-responsive wp-image-18264" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_6b-200x153.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_6b-400x306.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_6b-600x459.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_6b.webp 750w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></a></div></div><div class="clearfix"></div></div></div><div class="fusion-text fusion-text-23"><p align="center"><i>Figure 6. Typical pushover analyses (a) in the X-X direction and (b) in the Y-Y direction</i></p>
</div><div class="fusion-text fusion-text-24"><p>Such large deformations might be acceptable in modern structures that are designed with high ductility. However, in older, low-ductility structures, this behaviour is unacceptable, indicating the necessity for structural upgrading. Moreover, a significant portion of the deformation was concentrated at the ground floor, which is a typical soft-storey behaviour. The interstorey drift at this level exceeded 1.0% under the design earthquake, signifying severe localized damage</p>
</div><div class="fusion-title title fusion-title-3 fusion-title-text fusion-title-size-two blog-title" style="--awb-text-color:#5b9bd5;--awb-margin-bottom:10px;--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-sep-color:#5b9bd5;--awb-font-size:28px;"><div class="title-sep-container title-sep-container-left fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div><span class="awb-title-spacer fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"></span><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Open Sans&quot;;font-style:normal;font-weight:400;margin:0;font-size:1em;text-shadow:3px 3px 0px #e5e5e5;">The Solution: A Comprehensive Retrofit Strategy</h2><span class="awb-title-spacer"></span><div class="title-sep-container title-sep-container-right"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div></div><div class="fusion-text fusion-text-25"><p>As an initial strengthening measure, all vertical members were upgraded using reinforced concrete (RC) jacketing. A purely global strengthening strategy (e.g., adding only new RC walls or steel braces) was not considered sufficient, as the existing columns were deemed too weak to remain unstrengthened (Figure 7).</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-3 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-4 fusion-columns-total-8 fusion-gallery-layout-masonry fusion-gallery-3"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a.webp" width="1200" height="745" alt="" title="Figure_7a" aria-label="Figure_7a" class="img-responsive wp-image-18267" srcset="https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a-200x124.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a-400x248.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a-600x373.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a-800x497.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_7b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_7b.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_7b.webp" width="1200" height="675" alt="" title="figure_7b" aria-label="figure_7b" class="img-responsive wp-image-18268" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_7b-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7b-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7b-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7b-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7b.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_7c.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_7c.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_7c.webp" width="1200" height="900" alt="" title="figure_7c" aria-label="figure_7c" class="img-responsive wp-image-18269" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_7c-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7c-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7c-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7c-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7c.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_7e.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_7e.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_7e.webp" width="1200" height="900" alt="" title="figure_7e" aria-label="figure_7e" class="img-responsive wp-image-18270" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_7e-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7e-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7e-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7e-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7e.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_7f.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_7f.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_7f.webp" width="1200" height="900" alt="" title="figure_7f" aria-label="figure_7f" class="img-responsive wp-image-18271" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_7f-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7f-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7f-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7f-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7f.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_7g.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_7g.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_7g.webp" width="1200" height="675" alt="" title="figure_7g" aria-label="figure_7g" class="img-responsive wp-image-18272" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_7g-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7g-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7g-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7g-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7g.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_7h.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_7h.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_7h.webp" width="1200" height="675" alt="" title="figure_7h" aria-label="figure_7h" class="img-responsive wp-image-18273" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_7h-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7h-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7h-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7h-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_7h.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_3]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d.webp" width="900" height="1200" alt="" title="Figure_7d" aria-label="Figure_7d" class="img-responsive wp-image-18274" srcset="https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d-200x267.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d-400x533.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d-600x800.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d-800x1067.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/Figure_7d.webp 900w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-26"><p align="center"><i>Figure 7. Strengthening of the columns with reinforced concrete jackets</i></p>
</div><div class="fusion-text fusion-text-27"><p>In addition, new shear walls were introduced to increase lateral stiffness and eliminate plan irregularities. Along the short side of the building (Y-direction), two large shear walls, each 7.00 m wide, were constructed at both ends of the structure (Figure 8).</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-4 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-4 fusion-columns-total-8 fusion-gallery-layout-masonry fusion-gallery-4"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8c.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8c.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8c.webp" width="1200" height="900" alt="" title="figure_8c" aria-label="figure_8c" class="img-responsive wp-image-18279" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8c-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8c-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8c-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8c-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8c.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8a.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8a.webp" width="1200" height="339" alt="" title="figure_8a" aria-label="figure_8a" class="img-responsive wp-image-18277" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8a-200x57.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8a-400x113.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8a-600x170.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8a-800x226.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8b.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8b.webp" width="1200" height="675" alt="" title="figure_8b" aria-label="figure_8b" class="img-responsive wp-image-18278" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8b-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8b-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8b-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8b-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8b.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8d.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8d.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8d.webp" width="1200" height="675" alt="" title="figure_8d" aria-label="figure_8d" class="img-responsive wp-image-18280" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8d-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8d-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8d-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8d-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8d.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8e.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8e.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8e.webp" width="900" height="1200" alt="" title="figure_8e" aria-label="figure_8e" class="img-responsive wp-image-18284" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8e-200x267.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8e-400x533.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8e-600x800.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8e-800x1067.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8e.webp 900w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8f.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8f.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8f.webp" width="1200" height="675" alt="" title="figure_8f" aria-label="figure_8f" class="img-responsive wp-image-18281" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8f-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8f-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8f-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8f-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8f.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8g.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8g.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8g.webp" width="1200" height="675" alt="" title="figure_8g" aria-label="figure_8g" class="img-responsive wp-image-18282" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8g-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8g-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8g-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8g-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8g.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_8h.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_4]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_8h.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_8h.webp" width="1200" height="900" alt="" title="figure_8h" aria-label="figure_8h" class="img-responsive wp-image-18283" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_8h-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8h-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8h-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8h-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_8h.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-28"><p align="center"><i>Figure 8. Strengthening of the new shear walls in the Y-direction</i></p>
</div><div class="fusion-text fusion-text-29"><p>Along the long side (X-direction), however, the placement of large walls was not feasible, as this would interfere with the hotel’s operation by obstructing access to rooms. Instead, at six locations on the rear side, the jacketed columns were extended laterally to form wing walls in adjacent bays (Figure 9). Although these wing walls were smaller (2.0 m wide each), their combined contribution provided sufficient stiffness in the X-direction. All walls were extended along the full height of the building to avoid introducing vertical irregularities.</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-5 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-4 fusion-columns-total-7 fusion-gallery-layout-masonry fusion-gallery-5"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_9a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_5]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_9a.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_9a.webp" width="1200" height="418" alt="" title="figure_9a" aria-label="figure_9a" class="img-responsive wp-image-18290" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_9a-200x70.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9a-400x139.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9a-600x209.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9a-800x279.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_9d.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_5]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_9d.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_9d.webp" width="1200" height="900" alt="" title="figure_9d" aria-label="figure_9d" class="img-responsive wp-image-18291" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_9d-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9d-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9d-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9d-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9d.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_9f.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_5]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_9f.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_9f.webp" width="1200" height="675" alt="" title="figure_9f" aria-label="figure_9f" class="img-responsive wp-image-18292" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_9f-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9f-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9f-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9f-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9f.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_9g.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_5]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_9g.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_9g.webp" width="1200" height="675" alt="" title="figure_9g" aria-label="figure_9g" class="img-responsive wp-image-18293" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_9g-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9g-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9g-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9g-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9g.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_9b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_5]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_9b.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_9b.webp" width="900" height="1200" alt="" title="figure_9b" aria-label="figure_9b" class="img-responsive wp-image-18294" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_9b-200x267.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9b-400x533.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9b-600x800.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9b-800x1067.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9b.webp 900w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_9c.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_5]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_9c.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_9c.webp" width="900" height="1200" alt="" title="figure_9c" aria-label="figure_9c" class="img-responsive wp-image-18295" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_9c-200x267.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9c-400x533.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9c-600x800.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9c-800x1067.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9c.webp 900w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-4 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_9e.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_5]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_9e.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_9e.webp" width="900" height="1200" alt="" title="figure_9e" aria-label="figure_9e" class="img-responsive wp-image-18296" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_9e-200x267.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9e-400x533.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9e-600x800.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9e-800x1067.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_9e.webp 900w" sizes="(min-width: 2200px) 100vw, (min-width: 856px) 271px, (min-width: 784px) 362px, (min-width: 712px) 543px, (min-width: 640px) 712px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-30"><p align="center"><i>Figure 9. Strengthening of the new wing walls in the Y-direction</i></p>
</div><div class="fusion-text fusion-text-31"><p>The existing lightly reinforced walls around the elevator shaft were strengthened using FRP (Fiber Reinforced Polymer) fabrics (Figure 10). RC jacketing was avoided in this case to prevent reducing the shaft dimensions, which were already too small for modern elevator standards.</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-6 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-3 fusion-columns-total-3 fusion-gallery-layout-masonry fusion-gallery-6"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_10a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_6]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_10a.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_10a.webp" width="1200" height="675" alt="" title="figure_10a" aria-label="figure_10a" class="img-responsive wp-image-18298" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_10a-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10a-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10a-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10a-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_10b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_6]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_10b.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_10b.webp" width="1200" height="675" alt="" title="figure_10b" aria-label="figure_10b" class="img-responsive wp-image-18299" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_10b-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10b-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10b-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10b-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10b.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_10c.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_6]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_10c.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_10c.webp" width="900" height="1200" alt="" title="figure_10c" aria-label="figure_10c" class="img-responsive wp-image-18300" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_10c-200x267.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10c-400x533.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10c-600x800.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10c-800x1067.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_10c.webp 900w" sizes="(min-width: 2200px) 100vw, (min-width: 784px) 363px, (min-width: 712px) 545px, (min-width: 640px) 712px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-32"><p align="center"><i>Figure 10. FRP wrapping of the core walls in the perimeter of the elevator shaft</i></p>
</div><div class="fusion-text fusion-text-33"><p>The two large beams of the ground floor that provided indirect support to the upper columns were strengthened with strong reinforced concrete jackets. Additionally, several other beams were strengthened using either four-sided RC jacketing or three-sided FRP wrapping (Figure 11).</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-7 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-3 fusion-columns-total-7 fusion-gallery-layout-masonry fusion-gallery-7"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_11a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_7]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_11a.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_11a.webp" width="1200" height="407" alt="" title="figure_11a" aria-label="figure_11a" class="img-responsive wp-image-18310" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_11a-200x68.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11a-400x136.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11a-600x204.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11a-800x271.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_11b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_7]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_11b.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_11b.webp" width="1200" height="821" alt="" title="figure_11b" aria-label="figure_11b" class="img-responsive wp-image-18311" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_11b-200x137.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11b-400x274.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11b-600x411.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11b-800x547.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11b.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 784px) 363px, (min-width: 712px) 545px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_11c.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_7]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_11c.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_11c.webp" width="1200" height="900" alt="" title="figure_11c" aria-label="figure_11c" class="img-responsive wp-image-18312" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_11c-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11c-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11c-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11c-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11c.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 784px) 363px, (min-width: 712px) 545px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_11d.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_7]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_11d.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_11d.webp" width="1200" height="675" alt="" title="figure_11d" aria-label="figure_11d" class="img-responsive wp-image-18313" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_11d-200x113.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11d-400x225.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11d-600x338.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11d-800x450.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11d.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_11e.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_7]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_11e.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_11e.webp" width="1200" height="900" alt="" title="figure_11e" aria-label="figure_11e" class="img-responsive wp-image-18314" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_11e-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11e-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11e-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11e-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11e.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 784px) 363px, (min-width: 712px) 545px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_11f.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_7]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_11f.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_11f.webp" width="1200" height="900" alt="" title="figure_11f" aria-label="figure_11f" class="img-responsive wp-image-18315" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_11f-200x150.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11f-400x300.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11f-600x450.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11f-800x600.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11f.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 784px) 363px, (min-width: 712px) 545px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_11g.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_7]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_11g.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_11g.webp" width="900" height="1200" alt="" title="figure_11g" aria-label="figure_11g" class="img-responsive wp-image-18309" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_11g-200x267.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11g-400x533.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11g-600x800.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11g-800x1067.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_11g.webp 900w" sizes="(min-width: 2200px) 100vw, (min-width: 784px) 363px, (min-width: 712px) 545px, (min-width: 640px) 712px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-34"><p align="center"><i>Figure 11. Strengthening of the beams</i></p>
</div><div class="fusion-text fusion-text-35"><p>The SeismoBuild model incorporating all strengthening interventions is shown in Figure 12.</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-8 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-2 fusion-columns-total-2 fusion-gallery-layout-masonry fusion-gallery-8"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none fusion-element-grid fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_12b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_8]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_12b.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_12b.webp" width="1200" height="911" alt="" title="figure_12b" aria-label="figure_12b" class="img-responsive wp-image-18318" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_12b-200x152.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12b-400x304.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12b-600x456.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12b-800x607.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12b.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none fusion-element-grid"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_12a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_8]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_12a.webp);padding-top:calc((100% + 10px) * 0.8 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_12a.webp" width="1200" height="915" alt="" title="figure_12a" aria-label="figure_12a" class="img-responsive wp-image-18319" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_12a-200x153.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12a-400x305.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12a-600x458.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12a-800x610.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_12a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 712px) 548px, (min-width: 640px) 712px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-36"><p align="center"><i>Figure 12. Structural model of the strengthened building </i></p>
</div><div class="fusion-text fusion-text-37"><p>Figure 13 presents typical capacity curves obtained from pushover analyses in both the X and Y directions. In addition to a substantial increase in lateral strength (by a factor of 2.5–3.0), there is a notable increase in stiffness and a reduction in target displacement. The target displacement now corresponds to approximately 50–60% of the maximum capacity. Combined with the enhanced ductility of the strengthened members, this indicates a significantly improved structural performance.</p>
<p>The building now meets modern seismic standards, offering safety, reliability, and long-term value. More importantly, the retrofit strategy has ensured significant structural upgrade without compromising the architectural layout and the operational functionality of the building.</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-9 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-2 fusion-columns-total-2 fusion-gallery-layout-masonry fusion-gallery-9"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none fusion-element-grid fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_13a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_9]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_13a.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_13a.webp" width="1200" height="773" alt="Figure 13. Typical pushover curves in the X and the Y-direction" title="figure_13a" aria-label="figure_13a" class="img-responsive wp-image-18321" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_13a-200x129.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13a-400x258.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13a-600x387.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13a-800x515.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-2 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_13b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_9]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_13b.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_13b.webp" width="1200" height="790" alt="" title="figure_13b" aria-label="figure_13b" class="img-responsive wp-image-18322" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_13b-200x132.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13b-400x263.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13b-600x395.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13b-800x527.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_13b.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-38"><p align="center"><i>Figure 13. Typical pushover curves in the X and the Y-direction</i></p>
</div><div class="fusion-text fusion-text-39"><p>Typical cross-sections of the strengthened components are shown in Figure 14.</p>
</div><div class="awb-gallery-wrapper awb-gallery-wrapper-10 button-span-no" style="--more-btn-alignment:center;margin-bottom:20px;"><div style="margin:-5px;--awb-bordersize:0px;" class="fusion-gallery fusion-gallery-container fusion-grid-3 fusion-columns-total-3 fusion-gallery-layout-masonry fusion-gallery-10"><div class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape fusion-grid-sizer"></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_14a.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_10]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_14a.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_14a.webp" width="1200" height="621" alt="" title="figure_14a" aria-label="figure_14a" class="img-responsive wp-image-18323" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_14a-200x104.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14a-400x207.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14a-600x311.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14a-800x414.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14a.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_14b.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_10]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_14b.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_14b.webp" width="1200" height="474" alt="" title="figure_14b" aria-label="figure_14b" class="img-responsive wp-image-18324" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_14b-200x79.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14b-400x158.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14b-600x237.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14b-800x316.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14b.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div><div style="padding:5px;" class="fusion-grid-column fusion-gallery-column fusion-gallery-column-3 hover-type-none fusion-element-landscape"><div class="fusion-gallery-image"><a href="https://seismosoft.com/wp-content/uploads/2026/04/figure_14c.webp" rel="noreferrer" data-rel="iLightbox[gallery_image_10]" class="fusion-lightbox" target="_self"><div style="background-image:url(https://seismosoft.com/wp-content/uploads/2026/04/figure_14c.webp);padding-top:calc((100% + 10px) * 0.4 - 5px);background-position:;" class="fusion-masonry-element-container"><img decoding="async" src="https://seismosoft.com/wp-content/uploads/2026/04/figure_14c.webp" width="1200" height="492" alt="" title="figure_14c" aria-label="figure_14c" class="img-responsive wp-image-18325" srcset="https://seismosoft.com/wp-content/uploads/2026/04/figure_14c-200x82.webp 200w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14c-400x164.webp 400w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14c-600x246.webp 600w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14c-800x328.webp 800w, https://seismosoft.com/wp-content/uploads/2026/04/figure_14c.webp 1200w" sizes="(min-width: 2200px) 100vw, (min-width: 640px) 1100px, " /></div></a></div></div></div></div><div class="fusion-text fusion-text-40"><p align="center"><i>Figure 14. Typical cross sections from the design of the interventions</i></p>
</div><div class="fusion-title title fusion-title-4 fusion-title-text fusion-title-size-two blog-title" style="--awb-text-color:#5b9bd5;--awb-margin-bottom:10px;--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-sep-color:#5b9bd5;--awb-font-size:28px;"><div class="title-sep-container title-sep-container-left fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div><span class="awb-title-spacer fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"></span><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Open Sans&quot;;font-style:normal;font-weight:400;margin:0;font-size:1em;text-shadow:3px 3px 0px #e5e5e5;">Final Remarks</h2><span class="awb-title-spacer"></span><div class="title-sep-container title-sep-container-right"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div></div><div class="fusion-text fusion-text-41"><p>The design of strengthening interventions presents significant challenges for engineers, both at the design stage and during construction. The careful identification of the technical, operational, social, and performance criteria involved is essential to achieving an optimal retrofit solution.</p>
<p>In practice, compromises are often unavoidable, requiring balanced trade-offs between competing objectives to deliver the best overall outcome. Specialized knowledge, practical experience, and sound engineering judgment are crucial in order to objectively evaluate the advantages and limitations of alternative solutions and to select the most appropriate strategy. In many cases, a combination of different strengthening methods is necessary to achieve optimal performance, ensuring a substantial improvement in structural capacity, stiffness, and ductility.</p>
</div><div class="fusion-title title fusion-title-5 fusion-title-text fusion-title-size-two blog-title" style="--awb-text-color:#5b9bd5;--awb-margin-bottom:10px;--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-sep-color:#5b9bd5;--awb-font-size:28px;"><div class="title-sep-container title-sep-container-left fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div><span class="awb-title-spacer fusion-no-large-visibility fusion-no-medium-visibility fusion-no-small-visibility"></span><h2 class="fusion-title-heading title-heading-left" style="font-family:&quot;Open Sans&quot;;font-style:normal;font-weight:400;margin:0;font-size:1em;text-shadow:3px 3px 0px #e5e5e5;">References</h2><span class="awb-title-spacer"></span><div class="title-sep-container title-sep-container-right"><div class="title-sep sep-single sep-dotted" style="border-color:#5b9bd5;"></div></div></div><div class="fusion-text fusion-text-42"><p><span style="font-weight: 400;">Alfakat S.A. (2026). Strengthening of an 8-storey hotel in Chalkida, Greece. Available at:  </span><a href="https://www.alfakat.gr/en/project/seismic-retrofit-on-an-8-storey-hotel-in-chalkida/" target="_blank" rel="noopener"><span style="font-weight: 400;">https://www.alfakat.gr/en/project/seismic-retrofit-on-an-8-storey-hotel-in-chalkida/ </span></a><span style="font-weight: 400;">(Accessed: April 13, 2026).</span></p>
<p><span style="font-weight: 400;">Antoniou, S. (2023). </span><i><span style="font-weight: 400;">Seismic Retrofit of Existing Reinforced Concrete Buildings</span></i><span style="font-weight: 400;">, 1st Edition. Print ISBN: 9781119987321, Online ISBN:9781119987352, DOI:10.1002/9781119987352. John Wiley &amp; Sons Ltd.</span></p>
<p><span style="font-weight: 400;">CEN (2004). </span><i><span style="font-weight: 400;">EN 1998-1:2004. Design of structures for earthquake resistance -Part 1: General rules, seismic actions and rules for buildings</span></i><span style="font-weight: 400;">, Comité Européen de Normalisation, Brussels.</span></p>
<p><span style="font-weight: 400;">CEN (2005). </span><i><span style="font-weight: 400;">EN 1998-3:2005. Eurocode 8: Design of structures for earthquake resistance &#8211; Part 3: Assessment and retrofitting of buildings</span></i><span style="font-weight: 400;">, Comité Européen de Normalisation, Brussels.</span></p>
<p><span style="font-weight: 400;">SeismoBuild (2026). </span><a href="https://seismosoft.com/products/seismobuild/"><i><span style="font-weight: 400;">SeismoBuild &#8211; A computer program for the linear and nonlinear analysis of Reinforced Concrete and Steel Buildings</span></i><span style="font-weight: 400;">.</span></a></p>
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<p>The post <a href="https://seismosoft.com/seismic-retrofit-8-storey-hotel/">Seismic Retrofit of an 8-storey Hotel</a> appeared first on <a href="https://seismosoft.com">Seismosoft</a>.</p>
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